JPH0959971A - Joint structure of pile - Google Patents

Joint structure of pile

Info

Publication number
JPH0959971A
JPH0959971A JP9807896A JP9807896A JPH0959971A JP H0959971 A JPH0959971 A JP H0959971A JP 9807896 A JP9807896 A JP 9807896A JP 9807896 A JP9807896 A JP 9807896A JP H0959971 A JPH0959971 A JP H0959971A
Authority
JP
Japan
Prior art keywords
pile
joint structure
projecting
split
ring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP9807896A
Other languages
Japanese (ja)
Other versions
JP3748126B2 (en
Inventor
Hikoshiro Funayama
山 彦 四 郎 舟
Minoru Takagi
木 実 高
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP09807896A priority Critical patent/JP3748126B2/en
Publication of JPH0959971A publication Critical patent/JPH0959971A/en
Application granted granted Critical
Publication of JP3748126B2 publication Critical patent/JP3748126B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Abstract

PROBLEM TO BE SOLVED: To use a component having lightweight simple structure particularly, and to connect a pile with excellent workability in joint structure connecting a bearing pile driven into the ground. SOLUTION: End plates 3, 4 are connected at the pile ends of an upper pile 1 and a lower pile 2 respectively, and projecting strip sections 3a, 4a are protruded integrally from the outer circumferential sections of these end plates 3, 4. A plurality of split rings 6 having lateral grooves 7, into which a pair of the projecting strip sections 3, 4 can be inserted, in inner circumferential surfaces are fitted onto the outer circumferential surfaces of the end plates 3, 4 while the projecting strip sections 3a, 4a are put into the lateral grooves 7. Projecting pieces are protruded from each split end section of the split rings 6, and a pair of the adjacent projecting pieces are inserted into the vertical grooves 10 of socket members 9 abutted against the external surfaces of the projecting pieces, and each split ring 6 is connected.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、地中に打設されるコン
クリート杭等の継手構造に係り、特に軽量で簡単な構造
を有しかつ作業性の極めて良い杭の継手構造に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure for concrete piles or the like placed in the ground, and more particularly to a joint structure for a pile having a lightweight and simple structure and excellent workability. .

【0002】[0002]

【従来の技術】従来のこの種の杭の継手構造としては、
例えば実公平6ー47965号公報、実開平5ー813
26号公報或いは図8及び図9に示す技術が公知であ
る。これ等の公知技術の杭の構造は、いずれも上杭51
と下杭52の上下端面に夫々端板53,54を取り付け
ると共に、これ等の端板53,54の外周面より突出さ
せて突条部55を設けるか、或いは端板53,54の外
周面に夫々取り付けられたリングブロック56,57の
外周面に夫々突条部58を突設した構造である。
2. Description of the Related Art As a conventional pile joint structure of this type,
For example, Japanese Utility Model Publication No. 6-47965, Japanese Utility Model Publication No. 5-813.
No. 26 publication or the technique shown in FIGS. 8 and 9 is known. The structure of the piles of these known technologies is the upper pile 51.
End plates 53 and 54 are attached to the upper and lower end surfaces of the lower pile 52 and the lower pile 52, respectively, and projecting ridges 55 are provided so as to project from the outer peripheral surfaces of these end plates 53 and 54, or the outer peripheral surfaces of the end plates 53 and 54 The ring blocks 56 and 57 attached to the respective outer peripheral surfaces of the ring blocks 56 and 57 have projecting ridges 58 projecting therefrom.

【0003】また、これ等の上杭51と下杭52との接
続部の外周には、リング体を複数に分割して形成した分
割リング59が嵌合されていた。これ等の分割リング5
9の外周面には杭軸方向に傾斜するテーパー面が設けら
れ、かつその内周面には、前記突条部55,58を嵌入
することが出来る横溝60が穿設されている。
Further, a split ring 59 formed by splitting the ring body into a plurality of pieces was fitted around the outer periphery of the connecting portion between the upper pile 51 and the lower pile 52. These split rings 5
The outer peripheral surface of 9 is provided with a taper surface which is inclined in the axial direction of the pile, and the inner peripheral surface thereof is provided with a lateral groove 60 into which the protrusions 55 and 58 can be fitted.

【0004】合体された分割リング59の周りには円筒
形の外リング61が嵌合されている。この外リング61
の内周面には、前記分割リング59の外周面のテーパー
面に対応するテーパー面が設けられており、合体された
分割リング59の周りに外リング61を嵌合した場合に
は、複数の分割リング59を外リング61で締め付け
て、夫々上杭51と下杭52との杭端に設けられた端板
53,54を強く引き寄せて、上杭51と下杭52とを
相互に圧着固定し得るように構成されていた。
A cylindrical outer ring 61 is fitted around the combined split ring 59. This outer ring 61
A taper surface corresponding to the taper surface of the outer peripheral surface of the split ring 59 is provided on the inner peripheral surface of, and when the outer ring 61 is fitted around the combined split ring 59, a plurality of tapered surfaces are provided. The split ring 59 is tightened with the outer ring 61, and the end plates 53 and 54 provided at the pile ends of the upper pile 51 and the lower pile 52 are strongly attracted, and the upper pile 51 and the lower pile 52 are fixed to each other by crimping. Was configured to be able to.

【0005】[0005]

【発明が解決しようとする課題】然るに、前記公知技術
の杭の継手構造に於いては、上下の杭51,52を接続
する作業をする以前に、外リング61の中に下杭52を
貫通させ、この外リング61を下杭52の周りに取り付
けておかなければならなかった。処で、この外リング6
1は5〜14kgfの重量があるためにその労力と手間
が大変である問題があった。また、杭を接続する際に
は、この重量のある外リング61を持上げて、分割リン
グ59の周りに強制的に嵌合させなければならず、作業
性が悪い問題もあった。
However, in the above-mentioned pile joint structure of the known art, the lower pile 52 is penetrated into the outer ring 61 before the work of connecting the upper and lower piles 51 and 52 is performed. The outer ring 61 had to be attached around the lower pile 52. By the way, this outer ring 6
Since No. 1 has a weight of 5 to 14 kgf, there is a problem that its labor and labor are troublesome. Further, when connecting the piles, it is necessary to lift the heavy outer ring 61 and forcefully fit the ring around the split ring 59, which causes a problem of poor workability.

【0006】更に、予め外リング61を下杭52の周り
に取り付ける際に、外リング61の内周面に設けられた
テーパーの傾きを間違えたまま貫入させてしまう問題も
あった。この場合には外リング61の差し直し等をしな
ければならないので、その作業が大変である問題があっ
た。
Further, when the outer ring 61 is attached around the lower pile 52 in advance, there is a problem that the taper provided on the inner peripheral surface of the outer ring 61 is inserted with the wrong inclination. In this case, the outer ring 61 has to be replaced and the like, so that there is a problem that the work is difficult.

【0007】本発明に係る杭の継手構造は、前述の従来
の多くの問題点に鑑み開発された全く新しい技術であっ
て、特に分割リングの各分割端部に突設された突片を所
定の締結手段で締結することによって、複数の分割リン
グを上下杭の接続部分の周りに極めて簡単な作業で締め
付けて取り付けることが出来る杭の継手構造の技術を提
供するものである。
The pile joint structure according to the present invention is a completely new technique developed in view of the above-mentioned many problems of the prior art, and in particular, the projecting pieces projecting from each split end of the split ring are predetermined. The present invention provides a technology for a pile joint structure in which a plurality of split rings can be tightened and attached around the connecting portions of the upper and lower piles by a very simple operation by fastening with the fastening means.

【0008】[0008]

【課題を解決するための手段】本発明に係る杭の継手構
造は、前述の従来の問題点を根本的に改善した技術であ
って、その第1発明の要旨は、上杭の下端と下杭の上端
とが相互に当接されかつこの当接部分の外周部に複数の
分割リングが嵌合されて該上杭と下杭とが相互に連結さ
れる杭の継手構造に於いて、前記上杭の下端と下杭の上
端との外周に沿って夫々半径方向に突出した突条部が突
設され、これ等の突条部は前記分割リングの内周面に設
けられた横溝内に嵌入され、該分割リングの各分割端部
には半径方向に突出した突片が突設され、かつ相互に接
近された分割リングの該突片が所定の締結手段で締結さ
れていることを特徴とした杭の継手構造である。
The pile joint structure according to the present invention is a technique that fundamentally improves the above-mentioned conventional problems, and the gist of the first invention is the lower end of the upper pile and the lower pile. In the joint structure of the pile, the upper ends of the piles are in contact with each other, and a plurality of split rings are fitted to the outer peripheral portion of the contacting portions to connect the upper pile and the lower pile to each other. Along the outer circumference of the lower end of the upper pile and the upper end of the lower pile, projecting ridges protruding in the radial direction are respectively projected, and these projecting ridges are provided in the lateral groove provided on the inner peripheral surface of the split ring. A projecting piece that is fitted in and that protrudes in a radial direction is provided at each split end of the split ring, and the projecting pieces of the split rings that are close to each other are fastened by a predetermined fastening means. It is the joint structure of the pile.

【0009】また、本発明に係る杭の継手構造の第2発
明の要旨は、前記突片の片側面には軸芯に対して傾斜す
るテーパー面が設けられ、一対の突片を相互に締結し得
るソケット部材の内周面には該一対の突片が嵌入し得る
縦溝が設けられ、かつ該縦溝の両内側面には前記突片の
テーパー面に対応するテーパー面が設けられていること
を特徴とした第1発明の杭の継手構造である。
Further, the gist of the second invention of the pile joint structure according to the present invention is that a tapered surface inclined to the axis is provided on one side surface of the projecting piece, and the pair of projecting pieces are fastened to each other. A vertical groove into which the pair of projecting pieces can be fitted is provided on the inner peripheral surface of the socket member, and a tapered surface corresponding to the tapered surface of the projecting piece is provided on both inner side surfaces of the vertical groove. It is the joint structure of the pile of the first invention characterized in that.

【0010】本発明の第3発明の要旨は、前記上杭と下
杭との杭端接続面に夫々端板が取り付けられ、かつこれ
等の端板の外周縁が夫々杭端の外周面より半径方向に突
出して突条部を形成していることを特徴とした第1発明
及び第2発明の杭の継手構造である。
The gist of the third invention of the present invention is that end plates are attached to the pile end connecting surfaces of the upper pile and the lower pile, and the outer peripheral edges of these end plates are respectively greater than the outer peripheral surface of the pile end. It is the joint structure of the pile of the 1st invention and the 2nd invention characterized by forming a ridge part which projects in the radial direction.

【0011】本発明の第4発明の要旨は、前記上杭と下
杭との杭端の接続外周面に夫々リングブロックが溶着さ
れており、かつこれ等のリングブロックの外周面に突条
部が突設されて構成されていることを特徴とした第1発
明、第2発明及び第3発明の杭の継手構造である。
The gist of the fourth invention of the present invention is that ring blocks are welded to the connection outer peripheral surfaces of the pile ends of the upper pile and the lower pile, respectively, and the ridges are formed on the outer peripheral surfaces of these ring blocks. The pile joint structure of the first invention, the second invention, and the third invention is characterized in that:

【0012】本発明の第5発明の要旨は、前記上杭と下
杭との端部に設けられた鋼製端板の外周の突条部に溶接
用の開先溝を設けたことを特徴とする第1発明,第2発
明,第3発明及び第4発明の杭の継手構造である。
The gist of the fifth aspect of the present invention is that a groove groove for welding is provided in a ridge portion on the outer periphery of a steel end plate provided at the ends of the upper pile and the lower pile. It is the joint structure of the pile of the 1st invention, the 2nd invention, the 3rd invention, and the 4th invention.

【0013】[0013]

【作用】本発明に係る第1発明は、接合される上杭と下
杭との下上端部の周りに夫々突条部が突設され、かつ上
下杭の接合部の周りに取り付けられた複数の分割リング
の内周面に設けられた横溝内に前記突条部が嵌入されて
いるので、これ等の分割リングによって、上下杭を接合
することが出来る。また、分割リングの各分割端部に
は、半径方向に突出した突片が突設され、かつ相互に接
近された一対の突片は所定の締結手段で相互に締結され
ているので、これによって複数の分割リングを簡単な構
造で上下杭の接合部の周りに締め付けて固定することが
出来る。
According to the first aspect of the present invention, a plurality of projecting ridges are provided around the lower upper ends of the upper pile and the lower pile to be joined, and are attached around the joints of the upper and lower piles. Since the protrusions are fitted in the lateral grooves provided on the inner peripheral surface of the split ring, the upper and lower piles can be joined by these split rings. Further, a projecting piece protruding in the radial direction is provided at each of the divided ends of the split ring, and a pair of projecting pieces that are close to each other are fastened to each other by a predetermined fastening means. It is possible to fix multiple split rings by tightening around the joints of upper and lower piles with a simple structure.

【0014】本発明の第2発明に於いては、前記分割リ
ングの端部に突設した突片の片側面に軸心に対して傾斜
するテーパー面を設け、かつソケット部材の内周面に隣
接する2個の突片が嵌入し得る縦溝を穿設し、該縦溝の
両内側面に突片のテーパー面に対応する互いに逆のテー
パー面を設けて構成したので、並列された一対の突片を
ソケット部材の縦溝内に相対的に深く嵌入することによ
って、相互に隣接する分割リングを強固に連結すること
が出来る。従って、地中に杭が埋設されるときにソケッ
トが抜けない方向に力が加わるように作用する。
In a second aspect of the present invention, a taper surface inclined with respect to the axis is provided on one side surface of the projecting piece projecting at the end of the split ring, and the inner peripheral surface of the socket member is provided. A vertical groove into which two adjacent protrusions can be fitted is bored, and mutually opposite tapered surfaces corresponding to the tapered surfaces of the protrusions are provided on both inner side surfaces of the vertical groove. By fitting the projection pieces of (1) into the vertical groove of the socket member relatively deeply, the split rings adjacent to each other can be firmly connected. Therefore, when the pile is buried in the ground, the force acts so that the socket does not come out.

【0015】本発明の第3発明に於いては、前記上杭と
下杭との杭端接続面に夫々端板が取り付けられると共
に、これ等の端板の外周縁が杭端の外周面より半径方向
に突出して突条部を形成しているので、杭端の周りに取
り付けられた複数の分割リングの横溝内にこれ等の突条
部を嵌入させることが出来る。従って分割リングを介し
て夫々の端板及びこれ等が連結された上下の杭を相互に
連結することが出来る。
According to a third aspect of the present invention, end plates are attached to the pile end connecting surfaces of the upper pile and the lower pile, respectively, and the outer peripheral edges of these end plates are more than the outer peripheral surface of the pile end. Since the projections are formed by projecting in the radial direction, these projections can be fitted in the lateral grooves of the plurality of split rings mounted around the pile ends. Therefore, the end plates and the upper and lower piles to which they are connected can be connected to each other via the split ring.

【0016】本発明の第4発明に於いては、前記上杭と
下杭との杭端の接続外周面に夫々リングブロックが溶着
されており、かつこれ等のリングブロックの外周面に突
条部が突設されているので、杭端の周りに取り付けられ
た複数の分割リングの横溝内にこれ等の突条部を嵌入さ
せることが出来る。従って、分割リングと及びリングブ
ロックとを介して上下の杭を相互に連結することが出来
る。
In a fourth aspect of the present invention, ring blocks are welded to the outer peripheral surfaces of the pile ends connecting the upper pile and the lower pile, and the ridges are formed on the outer peripheral surfaces of these ring blocks. Since the parts are projected, these ridges can be fitted in the transverse grooves of the plurality of split rings mounted around the pile ends. Therefore, the upper and lower piles can be connected to each other via the split ring and the ring block.

【0017】本発明の第5発明に於いては、前記上杭と
下杭との端板の外周の突条部に溶接用の開先溝を設けて
構成したので、前述のように分割リングをこの端板の外
周部に取付けない場合には、この開先溝の部分を溶接す
ることによって、上下の杭を相互に連結することが出来
る。このように、端板の外周に溶接用の開先溝を設ける
ことは、前述のような本発明の分割リングにより嵌合す
る際にも、何等邪魔にならず、トラブルが発生すること
はない。また、このような開先溝を設けた場合には溶接
継手用の杭体としても転用が可能である。
In the fifth aspect of the present invention, since the groove groove for welding is provided in the ridges on the outer periphery of the end plates of the upper pile and the lower pile, the split ring is formed as described above. If is not attached to the outer peripheral portion of the end plate, the upper and lower piles can be connected to each other by welding the groove portion. As described above, providing the groove groove for welding on the outer periphery of the end plate does not cause any trouble and does not cause a trouble even when the split ring of the present invention is fitted as described above. . Further, when such a groove is provided, it can be diverted as a pile body for a welded joint.

【0018】[0018]

【実施例】図により本発明に係る杭の継手構造について
説明すると、図1は本発明に係る杭の継手構造の側面の
一部断面説明図、図2は図1の継手構造の正面図、図3
(A),(B)は夫々図1の継手構造の要部の部品を示
す説明図、図4は図2の継手構造の要部の断面説明図、
図5は各構成部品の寸法例を示す説明図、図6は他例の
継手構造の一部断面説明図、図7は更に他例の継手構造
を示す一部断面説明図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The pile joint structure according to the present invention will be described with reference to the drawings. FIG. 1 is a partial cross-sectional explanatory view of a side surface of the pile joint structure according to the present invention. FIG. 2 is a front view of the joint structure of FIG. Figure 3
(A) and (B) are explanatory views showing parts of essential parts of the joint structure of FIG. 1, respectively, and FIG. 4 is a sectional explanatory view of essential parts of the joint structure of FIG.
FIG. 5 is an explanatory view showing a dimension example of each component, FIG. 6 is a partial sectional explanatory view of a joint structure of another example, and FIG. 7 is a partial sectional explanatory view showing a joint structure of another example.

【0019】図1乃至図4に於いて、1は上杭であり、
2は下杭である。これ等の上下杭1,2の下端或いは上
端には、夫々端板3,4がPC鋼材1a,2aなどによ
り定着されており、かつこれ等 の端板3,4の外周面
には夫々半径方向に突出した突条部3a,4aが突設さ
れている。前記上下杭1,2の端部外周面には夫々補強
リング5が巻き付けられている。6はリング体を複数に
分割した分轄リングであって、前記上下杭1,2の杭端
の外周面に当接し得る内径を有している。また、各分割
リング6の内周面には、前記一対の突条3a,4aを嵌
入することが出来る横溝7が穿設されている。
1 to 4, 1 is an upper pile,
2 is a lower pile. End plates 3 and 4 are fixed to the lower ends or upper ends of the upper and lower piles 1 and 2 by PC steel materials 1a and 2a, respectively, and the outer peripheral surfaces of these end plates 3 and 4 have radii respectively. The protruding portions 3a and 4a protruding in the direction are provided. Reinforcing rings 5 are wound around the outer peripheral surfaces of the ends of the upper and lower piles 1 and 2, respectively. Reference numeral 6 is a divided ring obtained by dividing the ring body into a plurality of parts, and has an inner diameter capable of contacting the outer peripheral surfaces of the pile ends of the upper and lower piles 1 and 2. Further, a lateral groove 7 into which the pair of protrusions 3a and 4a can be fitted is formed on the inner peripheral surface of each split ring 6.

【0020】前記分割リング6の各分割端部には夫々半
径方向に突出した突片8が突設されている。この突片8
は、特に図3(A)及び図4で明らかな如く、一辺8a
が軸心に対して平行に形成され、かつこの一辺に対応す
る他辺8bが軸心に対して傾斜したテーパー面を形成し
ている。
A projecting piece 8 projecting in the radial direction is provided at each split end of the split ring 6 in a protruding manner. This protruding piece 8
Is a side 8a, as is apparent from FIGS. 3 (A) and 4.
Is formed parallel to the axis, and the other side 8b corresponding to this one side forms a tapered surface inclined with respect to the axis.

【0021】9は締結手段としての円弧板状のソケット
部材であって、その内周面には、前記一対の突片8を嵌
入し得る縦溝10が穿設されている。この縦溝10は、
特に図3(B)及び図4に明らかな如く、この両側面に
は夫々前記突片8のテーパー面に対応するテーパーが設
けられ、従って上部が巾広で下部に行くに従って徐々に
巾狭になるように構成されている。
Reference numeral 9 denotes an arc plate-shaped socket member as a fastening means, and a vertical groove 10 into which the pair of projecting pieces 8 can be fitted is formed in the inner peripheral surface thereof. This vertical groove 10
In particular, as is apparent from FIGS. 3 (B) and 4, tapers corresponding to the tapered surfaces of the projecting piece 8 are provided on the both side surfaces, respectively. Therefore, the upper portion is wide and the width gradually decreases toward the lower portion. Is configured to be.

【0022】上述の構成を有する本発明の継手構造の組
立構成に当たっては、上下杭1,2に取り付けられた端
板3,4の周りに分割リング6を当接すると共に、分割
リング6の横溝7内に端板3,4の外周面に突設された
突条部3a,4aを夫々嵌入する。次に相互に隣接され
た一対の突片8の下方からソケット部材9の下面を当接
すると共に、一対の突片8をソケット部材9の縦溝10
内に挿入する。
In the assembling construction of the joint structure of the present invention having the above construction, the split ring 6 is abutted around the end plates 3 and 4 attached to the upper and lower piles 1 and 2, and the lateral groove 7 of the split ring 6 is made. The projecting ridges 3a and 4a, which are provided on the outer peripheral surfaces of the end plates 3 and 4, are fitted therein. Next, the lower surface of the socket member 9 is abutted from below the pair of projecting pieces 8 adjacent to each other, and the pair of projecting pieces 8 is attached to the vertical groove 10 of the socket member 9.
Insert inside.

【0023】この状態でソケット部材9を上方向に摺動
させることによって、縦溝10と突片8とのテーパー面
を相互に強く突当てて、隣接する分割リング6を相互に
強く締め付けて、各分割リング6を強固に連結すること
が出来る。かつこの連結された分割リング6を介して夫
々の端板3,4及びこれ等の端板3,4が連結された上
下杭1,2を相互に連結することが出来る。従って、ソ
ケット部材9を上方に強く引上げることによって、各分
割リング6を強く締め付けて、分割リング6で上下杭
1,2を強固に連結することが出来る。
By sliding the socket member 9 upward in this state, the tapered surfaces of the vertical groove 10 and the projecting piece 8 are strongly abutted against each other, and the adjacent split rings 6 are strongly tightened to each other. Each split ring 6 can be firmly connected. Moreover, the end plates 3 and 4 and the upper and lower piles 1 and 2 to which the end plates 3 and 4 are connected can be connected to each other through the connected split ring 6. Therefore, by pulling the socket member 9 strongly upward, each split ring 6 can be firmly tightened, and the split rings 6 can firmly connect the upper and lower piles 1 and 2.

【0024】上記実施例に於ける各構成部品の寸法例を
図5により説明すると、次の通りである。即ち分割リン
グ6の内周面の凸部の肉厚aと及び横溝7の深さとは5
mm、他の残りの肉厚bは13mm、分割リング6に突
設された突片8の肉厚及びソケット部材9の縦溝10の
深さcは5mm、ソケット部材9の縦溝10の深さを除
く肉厚dは13mm、分割リング6の上下巾eは60m
m、ソケット部材9の上下巾fは70mm、端板3,4
の厚さgは12mmである。
An example of the dimensions of each component in the above embodiment will be described with reference to FIG. That is, the thickness a of the convex portion on the inner peripheral surface of the split ring 6 and the depth of the lateral groove 7 are 5
mm, the remaining thickness b is 13 mm, the thickness of the protruding piece 8 projecting from the split ring 6 and the depth c of the vertical groove 10 of the socket member 9 are 5 mm, and the depth of the vertical groove 10 of the socket member 9 is 5 mm. Except for the thickness, the thickness d is 13 mm, and the vertical width e of the split ring 6 is 60 m
m, the vertical width f of the socket member 9 is 70 mm, the end plates 3, 4
Has a thickness g of 12 mm.

【0025】上記実施例に於いては、上下杭1,2の端
面に端板3,4を夫々連結し、かつこれ等の端板3,4
の外周面を半径方向に突出させて、分割リング6の横溝
7内に嵌入し得る突条部3a,4aを形成したが、図6
に示す他の実施例に於いては、上下杭1,2の杭端外周
面に設けたリング状の溝部に夫々リングブロック11,
12を半ば埋込むようにして夫々溶着し、かつこのリン
グブロック11,12の外周面に夫々突条部11a,1
2aを突設し、これ等の突条部11a,12aを分割リ
ング6の横溝7内に嵌入するように構成している。その
他分割リング6とソケット9の締結関係は図1の例と同
様である。
In the above embodiment, the end plates 3 and 4 are connected to the end faces of the upper and lower piles 1 and 2, and the end plates 3 and 4 are connected.
The outer peripheral surface of the is protruded in the radial direction to form the ridges 3a and 4a which can be fitted into the lateral grooves 7 of the split ring 6.
In another embodiment shown in FIG. 1, ring blocks 11 and 12 are provided in ring-shaped grooves provided on the outer peripheral surfaces of the pile ends of the upper and lower piles 1 and 2, respectively.
12 are welded in such a way that they are buried in the middle, and the ridges 11a, 1 are formed on the outer peripheral surfaces of the ring blocks 11, 12, respectively.
2a is projectingly provided, and these projecting ridges 11a and 12a are fitted in the lateral grooves 7 of the split ring 6. The other fastening relationship between the split ring 6 and the socket 9 is the same as in the example of FIG.

【0026】前述の図1の実施例に於いては、上下杭
1,2の端面に端板3,4がPC鋼材1a,2a等によ
り定着されており、かつこれ等の端板3,4の外周面を
半径方向に突出させて、分割リング6の横溝7内に嵌入
し得る突条部3a,4aを形成したが、図7に示す他の
実施例に於いては、更に端板3,4の外周面に夫々半径
方向に突出した突条部3a,4aの杭端側外周に、端板
3,4の端面に隣接して溶接用の開先溝3b,4bを夫
々設けて構成している。その他の分割リング6とソケッ
ト部材9とは図1の実施例と同様である。
In the embodiment shown in FIG. 1, the end plates 3 and 4 are fixed to the end faces of the upper and lower piles 1 and 2 by the PC steel materials 1a and 2a, and the end plates 3 and 4 are fixed. The outer peripheral surface of the ring is projected in the radial direction to form the ridges 3a and 4a which can be fitted into the lateral grooves 7 of the split ring 6. However, in another embodiment shown in FIG. , 4 are provided on the outer circumferences of the projections 3a, 4a protruding in the radial direction, respectively, on the pile end side outer circumferences, and welding groove grooves 3b, 4b are provided adjacent to the end surfaces of the end plates 3, 4, respectively. are doing. The other split ring 6 and the socket member 9 are the same as in the embodiment of FIG.

【0027】従って、図7に示す実施例に於いては、こ
の開先溝3b,4bを使用して、この部分に溶接を施す
ことによって、上杭1と下杭2とを溶接によって相互に
連結することが出来る。前述のように分割リング6とソ
ケット部材9とを使用して上杭1と下杭2との連結を行
なわない場合には、この溶接のみで、上下杭1,2の締
結を行なうことが出来る。また、分割リング6等の使用
と溶接とを併用して上下杭1,2を連結した場合には、
両者の結合をより強固にすることが出来る。また、上下
端1,2の端板3,4にこれ等の開先溝3b,4bを設
けることは容易であり、かつこの開先溝3b,4bが分
割リング6等の使用に邪魔になることはない。
Therefore, in the embodiment shown in FIG. 7, by using this groove groove 3b, 4b and welding this portion, the upper pile 1 and the lower pile 2 are welded to each other. Can be connected. As described above, when the split ring 6 and the socket member 9 are not used to connect the upper pile 1 and the lower pile 2, the upper and lower piles 1 and 2 can be fastened only by this welding. . When the upper and lower piles 1 and 2 are connected by using the split ring 6 and the like together with welding,
It is possible to strengthen the bond between the two. Further, it is easy to provide these groove grooves 3b, 4b on the end plates 3, 4 of the upper and lower ends 1, 2, and these groove grooves 3b, 4b interfere with the use of the split ring 6 and the like. There is no such thing.

【0028】[0028]

【発明の効果】本発明に係る杭の継手構造は、前述の構
造と作用とを有するので、次のような多大な効果を有し
ている。
Since the pile joint structure according to the present invention has the above-described structure and operation, it has the following great effects.

【0029】(1)上下杭の接続部の外周面に当接され
た複数の分割リングを、軽くかつ極めて簡単な構造を有
する締結手段を用いて相互に連結することが出来る。
(2)従って、現場に於ける杭の継手作業を極めて単純
化し、容易にすることが出来る。(3)分割リングの分
割端部に夫々突片を突設し、かつ隣接された2個の突片
が嵌入し得る溝を締結手段であるソケット部材の内面に
設けた場合には、隣接された一対の突片を該縦溝に嵌入
することによって、各分割リングを該ソケット部材を介
して締結することが出来る。
(1) The plurality of split rings abutting on the outer peripheral surfaces of the connecting portions of the upper and lower piles can be connected to each other by using a fastening means having a light and extremely simple structure.
(2) Therefore, it is possible to extremely simplify and facilitate the pile joint work in the field. (3) When the projecting pieces are respectively provided on the split ends of the split ring and the grooves into which the two adjacent projecting pieces can be fitted are provided on the inner surface of the socket member which is the fastening means, the projecting pieces are adjacent to each other. By fitting the pair of protruding pieces into the vertical groove, each split ring can be fastened via the socket member.

【0030】(4)前記突片の片側面にテーパー面を設
け、かつ縦溝の両内側面にテーパー面を設けた場合に
は、これ等のテーパー面を深く合致させることによっ
て、ソケット部材で複数の分割ソケットを強く締結させ
ることが出来る。(5)上下杭の杭端の外周面に突出さ
せる突条部は、杭端に連結された端板そのものを突出さ
せて形成することも、或いは杭端の周りに溶着されたリ
ングブロックの外周の一部を突出させて形成することも
出来る。
(4) When a tapered surface is provided on one side surface of the projecting piece and tapered surfaces are provided on both inner side surfaces of the vertical groove, by making these tapered surfaces deeply coincide with each other, the socket member can be formed. A plurality of divided sockets can be firmly fastened. (5) The ridges projecting on the outer peripheral surfaces of the pile ends of the upper and lower piles may be formed by projecting the end plates themselves connected to the pile ends, or the outer circumference of the ring block welded around the pile ends. It is also possible to form a part of the protrusion.

【0031】(6)杭の端板に開先溝を設けた場合に
は、この開先溝に溶接を施すことにより杭を連結するこ
とも出来る。或いは溶接と分割リング等とを併用して杭
をより強固に連結することも出来る。またこのように端
板に設けた開先溝が分割リング等の使用を妨げることは
ない。
(6) When a groove is provided on the end plate of the pile, the pile can be connected by welding the groove. Alternatively, the piles can be connected more firmly by using welding and a split ring together. Further, the groove provided on the end plate does not prevent the use of the split ring or the like.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る杭の継手構造の側面の一部断面説
明図である。
FIG. 1 is a partial cross-sectional explanatory view of a side surface of a pile joint structure according to the present invention.

【図2】図1の継手構造の正面図である。FIG. 2 is a front view of the joint structure of FIG.

【図3】図3(A),(B)は夫々図1の継手構造の要
部の部品を示す説明図である。
3 (A) and 3 (B) are explanatory views showing essential parts of the joint structure of FIG. 1, respectively.

【図4】図2の継手構造の要部の断面説明図である。FIG. 4 is a cross-sectional explanatory view of a main part of the joint structure of FIG.

【図5】各構成部品の寸法例を示す説明図である。FIG. 5 is an explanatory diagram showing a dimension example of each component.

【図6】他例の継手構造の一部断面説明図である。FIG. 6 is a partial cross-sectional explanatory view of a joint structure of another example.

【図7】更に他例の継手構造を示す一部断面説明図であ
る。
FIG. 7 is a partial cross-sectional explanatory view showing a joint structure of still another example.

【図8】従来例の杭の継手構造を示す一部断面正面図で
ある。
FIG. 8 is a partial cross-sectional front view showing a joint structure for a pile of a conventional example.

【図9】従来の他例の継手構造を示す一部断面正面図で
ある。
FIG. 9 is a partial sectional front view showing another conventional joint structure.

【符号の説明】[Explanation of symbols]

1 上杭 2 下杭 1a,2a PC鋼材 3,4 端板 3a,4a 突条部 3b4b 開先溝 5 補強リング 6 分割リン
グ 7 横溝 8 突片 8a 一辺 8b 他辺 9 ソケット部材 10 縦溝 11,12 リングブロック 11a,12a 突条部 51 上杭 52 下杭 53,54 端板 55,58 突条部 56,57 リングブロック 59 分割リン
グ 60 横溝 61 外リング
1 Upper pile 2 Lower pile 1a, 2a PC steel 3,4 End plate 3a, 4a Protruded ridge 3b 4b Groove 5 Reinforcement ring 6 Dividing ring 7 Lateral groove 8 Projection 8a One side 8b Other side 9 Socket member 10 Vertical groove 11, 12 ring block 11a, 12a ridge 51 upper pile 52 lower pile 53,54 end plate 55,58 ridge 56,57 ring block 59 split ring 60 lateral groove 61 outer ring

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】上杭の下端と下杭の上端とが相互に当接さ
れかつこの当接部分の外周部に複数の分割リングが嵌合
されて該上杭と下杭とが相互に連結される杭の継手構造
に於いて、前記上杭の下端と下杭の上端の外周に沿って
夫々半径方向に突出した突条部が突設され、これ等の突
条部は前記分割リングの内周面に設けられた横溝内に嵌
入され、該分割リングの各分割端部には半径方向に突出
した突片が突設され、かつ相互に接近された分割リング
の該突片が所定の締結手段で締結されていることを特徴
とした杭の継手構造。
1. The lower end of the upper pile and the upper end of the lower pile are brought into contact with each other, and a plurality of split rings are fitted to the outer peripheral portion of the abutting portion so that the upper pile and the lower pile are connected to each other. In the joint structure of the piles, projecting ridges protruding in the radial direction are respectively provided along the outer circumferences of the lower end of the upper pile and the upper end of the lower pile, and these projecting ridges are formed on the split ring. Projecting pieces that are fitted in the lateral grooves provided on the inner peripheral surface and project in the radial direction at each of the split ends of the split ring, and the projecting pieces of the split rings that are close to each other have a predetermined shape. A joint structure for piles characterized by being fastened by fastening means.
【請求項2】前記突片の片側面には軸芯に対して傾斜す
るテーパー面が設けられ、一対の突片を相互に締結し得
る締結手段であるソケット部材の内周面には該一対の突
片が嵌入し得る縦溝が設けられ、かつ該縦溝の両内側面
には前記突片のテーパー面に対応するテーパー面が設け
られていることを特徴とした請求項1の杭の継手構造。
2. A taper surface inclined with respect to an axis is provided on one side surface of the projecting piece, and the pair of projecting pieces is provided on an inner peripheral surface of a socket member which is a fastening means capable of fastening the pair of projecting pieces to each other. 2. The pile according to claim 1, further comprising: a vertical groove into which the protruding piece can be fitted, and tapered surfaces corresponding to the tapered surfaces of the protruding piece are provided on both inner side surfaces of the vertical groove. Joint structure.
【請求項3】前記上杭と下杭との杭端接続面に夫々端板
が取り付けられ、かつこれ等の端板の外周縁が夫々杭端
の外周面より半径方向に突出して突条部を形成している
ことを特徴とした請求項1及び請求項2の杭の継手構
造。
3. An end plate is attached to each of the pile end connection surfaces of the upper pile and the lower pile, and the outer peripheral edges of these end plates respectively project in the radial direction from the outer peripheral surface of the pile end. The pile joint structure according to claim 1 or claim 2, wherein the joint structure is formed.
【請求項4】前記上杭と下杭との杭端の接続外周面に夫
々リングブロックが溶着されており、かつこれ等のリン
グブロックの外周面に突条部が突設されて構成されてい
ることを特徴とした請求項1及び請求項2の杭の継手構
造。
4. A ring block is welded to each outer peripheral surface of the pile ends connecting the upper pile and the lower pile, and a ridge portion is provided so as to project on the outer peripheral surface of these ring blocks. The pile joint structure according to claim 1 or 2, wherein
【請求項5】前記上杭と下杭との端部に設けられた鋼製
端板の外周の突条部に溶接用の開先溝を設けたことを特
徴とする請求項1,請求項2,請求項3及び請求項4の
杭の継手構造。
5. A groove groove for welding is provided in a ridge portion of an outer circumference of a steel end plate provided at an end portion of the upper pile and the lower pile. 2, The pile joint structure according to claim 3 and claim 4.
JP09807896A 1995-06-15 1996-04-19 Pile joint structure Expired - Lifetime JP3748126B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09807896A JP3748126B2 (en) 1995-06-15 1996-04-19 Pile joint structure

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP7-148537 1995-06-15
JP14853795 1995-06-15
JP09807896A JP3748126B2 (en) 1995-06-15 1996-04-19 Pile joint structure

Publications (2)

Publication Number Publication Date
JPH0959971A true JPH0959971A (en) 1997-03-04
JP3748126B2 JP3748126B2 (en) 2006-02-22

Family

ID=26439283

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09807896A Expired - Lifetime JP3748126B2 (en) 1995-06-15 1996-04-19 Pile joint structure

Country Status (1)

Country Link
JP (1) JP3748126B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101011173B1 (en) * 2008-05-19 2011-01-26 김원근 Connection apparatus of PHC pile, soil retaining wall using the same and construction method of soil retaining wall using the same
JP2013127179A (en) * 2011-12-19 2013-06-27 Nippon Hume Corp Weldless joint for pile
JP2016000957A (en) * 2015-08-19 2016-01-07 日本ヒューム株式会社 Non-weld joint of pile
JP2016070050A (en) * 2014-09-26 2016-05-09 日本ヒューム株式会社 Fastening device for weldless joint of pile

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103774642B (en) * 2014-01-14 2016-04-27 钟智谦 Stake syndeton and stake

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101011173B1 (en) * 2008-05-19 2011-01-26 김원근 Connection apparatus of PHC pile, soil retaining wall using the same and construction method of soil retaining wall using the same
JP2013127179A (en) * 2011-12-19 2013-06-27 Nippon Hume Corp Weldless joint for pile
JP2016070050A (en) * 2014-09-26 2016-05-09 日本ヒューム株式会社 Fastening device for weldless joint of pile
JP2016000957A (en) * 2015-08-19 2016-01-07 日本ヒューム株式会社 Non-weld joint of pile

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